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I <br /> ii <br /> 2 5-04.3(10)C1 HMA Compaction Statistical Evaluation — Lots and Sublots <br /> I 3 The bulleted item in the fourth paragraph is revised to read: <br /> 4 <br /> 5 • For a compaction lot in progress with a compaction CPF less than 0.75 using an LSL <br /> I6 = 91.0, a new compaction lot will begin at the Contractor's request after the Engineer <br /> 7 is satisfied that material conforming to the Specifications can be produced. See also <br /> 8 Section 5-04.3(11)F. <br /> 9 <br /> I <br /> 10 5-04.3(10)C2 HMA Compaction Statistical Evaluation — Acceptance Testing <br /> 11 In the table, "WSDOT FOP for AASHTO T 355" is revised to read "FOP for AASHTO T 355". <br /> 12 <br /> ' 13 5-04.3(10)C3 HMA Statistical Compaction — Price Adjustments <br /> 14 In the first paragraph, "WSDOT FOP for AASHTO T 355" is revised to read "FOP for AASHTO <br /> 15 T 355". <br /> I <br /> 16 <br /> 17 The first sentence in the second paragraph is revised to read: <br /> 18 <br /> I19 <br /> 20 For each HMA compaction lot (that is accepted by Statistical Evaluation) which does not <br /> meet the criteria in the preceding paragraph, the compaction lot shall be evaluated in <br /> 21 accordance with Section 1-06.2(2)D5 to determine the appropriate Composite Pay Factor <br /> I 22 (CPF). <br /> 23 <br /> 24 The last two paragraphs are revised to read: <br /> 25 <br /> 26 Determine the Compaction Price Adjustment (CPA) from the table below, selecting the <br /> 27 equation for CPA that corresponds to the value of CPF determined above. <br /> 28 <br /> I <br /> Calculating HMA Compaction Price Adjustment (CPA) <br /> Value of CPF Equation for Calculating CPA <br /> When CPF > 1.00 CPA = [0.80 x (CPF — 1.00)] x Q x <br /> I <br /> When CPF = 1.00 UPCPA= $0 <br /> When CPF < 1.0 CPA= [0.40 x (CPF — 1.00)] x Q x <br /> I <br /> 29 UP <br /> 30 Where <br /> I 31 CPA= Compaction Price Adjustment for the compaction lot ($) <br /> 32 CPF = Composite Pay Factor for the compaction lot (maximum is 1.05) <br /> 33 Q = Quantity in the compaction lot (tons) <br /> I 34 UP = Unit price of the HMA in the compaction lot ($/ton) <br /> 35 <br /> 36 5-04.3(13) Surface Smoothness <br /> I <br /> 37 The second to last paragraph is revised to read: <br /> 38 <br /> 39 When concrete pavement is to be placed on HMA, the surface tolerance of the HMA shall <br /> 40 be such that no surface elevation lies above the Plan grade minus the specified Plan <br /> I41 depth of concrete pavement. Prior to placing the concrete pavement, bring any such <br /> 42 irregularities to the required tolerance by grinding or other means allowed by the <br /> 43 Engineer. <br /> I <br /> I <br />